Renovation of a stadium in Scottsboro, Alabama. Completed plans call for the renovation of a stadium.

"Plans and specifications are for viewing purposes only. Official sets must be obtained from McKee and Associates. All Bidders shall have general liability and workman's compensation insurance. The project shall be bid excluding taxes. Bids must be submitted on proposal forms furnished by the Architect or copies thereof. No bid may be withdrawn after scheduled closing for receipt of bids for a period of ninety (90) days. The Owner reserves the right to reject any or all proposals and to waive technical errors if, in the Owners judgment, the best interests of the Owner will thereby be promoted. All Bidders shall have general liability and workman's compensation insurance. All bidders bidding in amounts exceeding that established by the State Licensing Board for General Contractors must be licensed under the provisions of Title 34, Chapter 8, Code of Alabama, 1975, and must show evidence of license before bidding or bid will not be received or considered by the Architect. All bidders shall show such evidence by clearly displaying current license number on the outside of the sealed envelope in which the proposal is delivered. All RFIs and RFAs regarding the bid documents shall be sent and addressed through emails found on the RFI and RFA forms in the project manual. NOTE: ONLY THE RFI AND RFA FORMS IN THE PROJECT MANUAL WILL BE ACCEPTED. The Architect will not accept inquiries via telephone or fax. A. The Scope of the Work of the Contract is meant to be viewed as a successor to the General Special Conditions of the Contract. Should any discrepancy or ambiguity be noted, the Scope of the Work of the Contract shall apply and the General Special Conditions of the Contract shall defer to Scope of the Work of the Contract Documents. The scope of the work shall be taken in its entirety by all contractors. In signing the contract all contractors have read and understand that the Scope of the Work and the General Special Conditions are taken in their entirety. 1. The term "Design Consultant" shall be construed to mean "Architect". 2. The terms "Owner" shall mean " Jackson County Schools ". A. Provide labor, materials, equipment, engineering, and installation to provide new permanent grandstand structures to include, home seating and press box, in accordance with the following specifications: 1. Minimum acceptable criteria: a. High Traction Welded Decking System as defined by ANSI/NFSI B101.1 and ANSI/NFSI B101.3 meeting the wet coefficient of friction (COF) of .6 on all walking surfaces. If media blasting is used to obtain the necessary, wet (COF) of .6, those surfaces shall be anodized. b. All structural steel must be manufactured by an AISC certified structural steel manufacturer. c. All steel to be hot-dipped galvanized after fabrication. d. Clear anodized aluminum front enclosure panel to within 2" of grade at the front of grandstand, field side of stairs, and front of landings. These landings shall have guard rail supports that are mitered at a 45-degree angle and deburred. e. Concrete foundations shall be designed by the grandstand manufacturers engineer based on loads and foundation support reactions provided by grandstand manufacturers engineer and architectural/owner provided geotechnical report. Grandstand foundations are to be included in this scope of work and shall be installed by grandstand manufacture certified concrete installer with a minimum of 10 years' experience in grandstand foundations. f. The overall length of grandstand shall be as per architectural drawings. g. The number of rows shall be as per architectural drawings. h. Height of front walkway from grade shall be as per architectural drawings. i. Width of front walkway to be as per architectural drawings. j. The rise per row shall be as per architectural drawings. k. The depth per row shall be as per architectural drawings. l. Net seating capacity shall be as per architectural drawings. m. ADA seating shall be as shown on architectural drawings. n. Venue One self-rising chairs as shown on architectural drawings. o. The riser shall be structurally connected to the decking system panel every 12" longitudinal with 1/4 " diameter structural grade rivet. Tek screws are prohibited. p. One-piece Risers shall interlock to row above and overlap the rear tread of row below forming the required overlapping and interlocking riser system. Two piece and or wedged in risers are prohibited. q. There shall be no gaps or cavities between the riser portion of the decking system and any supports or attachments. Open portions of the bolt runner are prohibited. r. Aluminum extrusions using alloy 6063-T6 and 6061-T6. s. Understructure framing consist of galvanized structural steel square tube columns, supports and stringers that form a clear span design per drawings. Xbracing shall be restricted to areas shown on architectural drawings. t. All welded connections shall be by certified steel and aluminum welders and inspected at the manufacturer by a licensed CWI. u. Aisle and Egress stairs shall have a 1/2 " overlap. v. At locations where platforms meet end to end; a beveled four-inch-wide threshold attached to decking via Huk rivet shall be provided. An extruded snap in closure piece to cover top and bottom of riser at these locations shall also be provided. w. Seat support system shall be universally adjustable to any location on the horizontal plane of the decking system and shall be no greater than 4'-6" spacing on home side stand to allow for future chairs if owner requested. There shall be no through bolting of these items. x. All seat support, aisle step supports, aisle handrails and risers shall be installed from the topside of the decking system. There shall be no through bolting of these items through the riser system. y. Guardrail system shall consist of all-aluminum guardrail posts and railing with black vinyl chain-link fencing. z. Grandstand manufacturer must have a written quality control program for manufacturing, shipping, and installation.